|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).(DSR-18/15.2.1/AR) |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.(DSR-18/15.7.4/AR) |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).(DSR-18/15.2.2/AR) |
| 4 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or abadi area. (Where machine can not reach/move)(SOR-20/4.03/253(a)) |
| 5 | Cartage of earth or fly ash when added to schedule item no. 253. 2nd km and beyondLead upto 2.00 km(SOR-20/4.08/261(C)) |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth dressing to camber and consolidating with road roller including making good the undulations etc.and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1/AR) |
| 7 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.(MoRTH-20/401) |
| 8 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading andcompacting graded stone aggregate to wetmix macadam specification includingpremixing the Material with water at OMCin mechanical mix plant carriage of mixedMaterial by tipper to site, laying in uniformlayers with paver in sub- base / base courseon well prepared surface and compactingwith vibratory roller to achieve the desireddensity.(MoRTH-20/4.14/406/B) |
| 9 | Prime Coat over WMM/WBMProviding and applying primer coat with bitumen grade VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.(MoRTH-20/502/AR) |
| 10 | Tack Coat on Granular surfaces treated withprimer Providing and applying tack coat with bitumen grade VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(MoRTH-20/503/AR) |
| 11 | Tack coat on Bituminous surfacesProviding and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.5 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(MoRTH-20/503/AR) |
| 12 | Dense Greaded Bituminous Macadam Grading-2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade leval and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects.50 MM compacted thickness with bitumen penetration of VG-30 @ 4.5 % by weight of total mix.(MoRTH-20/5.04/505/AR) |
| 13 | Bituminous Concrete Grading-2 (Using waste plastic)Providing & Laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.4 per cent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORH&H specification clause 507 complete in all respects.40 MM compacted thickness with bitumen penetration of VG-30 @ 5.4 % by weight of total mix.(MoRTH-20/5.04/507/AR) |
| 14 | Mastic AsphaltProviding and laying 40 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.MoRTH-20/5.11/516/AR |
| 15 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 including supply of all material, labour, tools & plant etc, required for proper completion of the work. (UPPWD/SOR-20/5.08/281) |
| 16 | RCC Grade M-25 using batching plant transit mixer & manual placing. (MORTH-20/9.06/E/Case-II) |
| 17 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. up to plinth level Thermo-Mechanically Treated bars og grade Fe 500D or more. (Sail Steel)(DSR-18/5.22.6/AR) |
| 18 | Providing wall putty on new surface with approved quality material of Berger/J.K/Birla or similar make 2 coats.(SOR-20/ch-8/New Item/15.22) |
| 19 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/15.07/647)As in item (647) above but for every subsequent coat on previously treated surface.(SOR-20/15.08/648) |
| 20 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm in footpath to the required level andline over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA) |
| 21 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and applying of hot applied thermoplastic compound 2.5 mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rate are inclusive of all taxes, royalty etc. all T&P machine material and labour required for proper completion of work.(SOR-20/19.01/New Item) |
| 22 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.DSR-18/16.50/AR |
| 23 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.DSR-18/16.65/AR |
| 24 | Labour Cess will be paid extra as per applicable |
| 25 | GST will be paid extra as per applicable Please Enable Macros to View BoQ information |
